Amendment 8 75H70122R00005.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

A0008

SUMMARY OF CHANGES:

The purpose of this amendment is to answer pre-proposal inquiries.

Please note that from this point going forward, the Government shall not provide responses to any new pre-proposal inquiries.

See continuation page.

All other terms and conditions remain unchanged.

Indian Health Service – Division of Engineering Services 701 Fifth Avenue, Suite 1650 Seattle, WA 98104

SEE BLOCK 6.

75H70122R00005

1 3

01/20/2022

11/10/2021

Amendment of Solicitation Amendment A00008 under Solicitation 75H70122R00005 Fort Duchesne PHS Indian Health Clinic Renovation

INDIAN HEALTH SERVICE

DIVISION OF ENGINEERING

SERVICE

PRE-PROPOSAL INQUIRIES

Solicitation 75H70122R00005

PROJECT:

Fort Duchesne PHS Indian Health Clinic Renovation

LOCATION: Fort Duchesne, Utah

PROJECT NO: PH19UO01C7

DOCUMENT

OWNER: Matthew Phelps PHONE: (206) 613-2153 DOCUMENTS:

DATE: 01/18/2022 DEPARTMENT: IHS/DES

Item No.

Reference Drawing, Spec, Page COMMENTS POC IHS Approved Response

Amendment A00008 dated 01/20/2022

Questions received after Pre‐Proposal Site Visit

39. Spec

We see references “Med‐Gas” and “Vacuum” but we are missing the following for bidding the scope of work for Vacuum and Med‐Gas.

1. A schematic drawing showing medical gas piping, sizing, and equipment?

2. A schematic drawing showing piping, sizing, and equipment for vacuum?

3. Will there be need for oral surgeries performed on site?

1. The med‐gas system used by Dental will be a portable system.

2. We anticipate that the vacuum piping layout will be coordinated during construction thru a submittal review

3. No oral surgeries are being performed.

40. Spec Is Honeywell the only acceptable access control system? Honeywell is the basis of design. Provide Honeywell or approved equivalent.

41. Spec

On page I1.2 next to the “Floor Finish & Wall Accent Legend” there is a note that states “Provide 1 ½” x ½” Stainless Steel trim where vinyl wall covering transitions to a different wall material”. On page A6.1 door VII is a “sound sealed barn door”. With such a larger piece of stainless steel being used to cap the wall paper, how will the barn door be able to open and close with an obstruction in the way? Please provide clarification and an installation detail.

Install a trim piece vertical at the open end of the sliding door frame from the top of the frame to the floor. Install the wall covering to match the hallway wainscot on the wall between the sliding door frame, door opening and vertical trim piece. See the new elevation 20/A‐6.2.

32" MIN. CLEARANCE

32" MIN. CLEARANCE

" M

AX

32" MIN. CLEARANCE

PREHUNG DOOR AND FRAME

AS PER DOOR SCHEDULE.

5/8" TYPE "X" GYPSUM

WALLBOARD

AS PER PLANS.

SHIM AS NEEDED TO ALLOW

DOOR TO BE HUNG SQUARE

AND LEVEL.

HOLLOW METAL DOOR

JAMBSEE SPECIFICATIONS

METAL SUD WALL WITH BATT

INSULATION WHERE INDICATED

SEE WALL TYPES

PRE-HUNG DOOR AND FRAME

AS PER DOOR SCHEDULE.

5/8" TYPE "X"

GYP BOARD

HEADER AS PER STRUCTURAL.

HOLLOW METAL DOOR HEAD SEE SPECIFICATIONS

METAL STUD WALL WITH

BATT INSULATION WHERE

INDICATED SEE WALL TYPES

SHIM AS NEEDED TO

ALLOW DOOR TO BE HUNG

SQUARE AND LEVEL

1" TEMPERED INSULATED

GLASS (TYP.) SEE

GENERAL NOTES AND

SPECIFICATIONS

ALUMINUM FRAME (TYP.)

SEE SPECIFICATIONS

AND EXTERIOR MATERIAL

SCHEDULE.

WEATHER STRIPPING. 1" TEMPERED INSULATED GLASS,

SEE GENERAL NOTES AND

SPECIFICATIONS

ALUMINUM DOOR - SEE

SPECIFICATIONS AND

EXTERIOR MATERIAL

SCHEDULE.

1" TEMPERED INSULATED

GLASS, SEE GENERAL NOTES

AND SPECIFICATIONS

ALUMINUM DOOR. SEE

SPECIFICATIONS AND EXTERIOR

MATERIAL SCHEDULE

ALUMINUM FRAME (TYP.).

SEE SPECIFICATIONS AND

EXTERIOR MATERIAL

SCHEDULE

WEATHER STRIPPING

SEALANT ALL AROUND BOTH

SIDES OF DOOR FRAME.

STOREFRONT SYSTEM SEE

SPECIFICATIONS AND EXTERIOR

MATERIAL SCHEDULE

EXTERIOR WALK

SEE CIVIL

1/2" EXPANSION JOINT.

WITH NOMAFLEX OR

APPROVED EQUAL

CONCRETE FOUNDATION

WALL.

CONCRETE SLAB.

SEALANT CONT.

BOTH SIDES.

ALUMINUM THRESHOLD.

1/2" MAXIMUM

WATER TIGHT DOOR

SWEEP

ALUMINUM DOOR. SEE

SPECIFICATIONS AND EXTERIOR

MATERIAL SCHEDULE

1" TEMPERED INSULATED

GLASS, SEE GENERAL NOTES

AND SPECIFICATIONS.

ALUMINUM FRAME.

INTERIOR FINISH AS PER

INTERIOR FINISH SCHEDULE.

4"

HOLLOW METAL DOOR SEE

DOOR SCHEDULE AND

SPECIFICATIONS

5/8" TYPE

"X" GYP.

BOARD

6" METAL STUD

EXTERIOR DOOR

HEADER SEE

STRUCTUREAL

ELASTOMETRIC

SEALANT

CONTINUOUS ALONG

STOREFRONT FRAME.

BOTH SIDES WITH

BACKER ROD.

(COLOR; TO MATCH

ADJACENT

MATERIALS)

HOLLOW METAL

DOOR FRAME

PRE-FINISHED

METAL FLASHING

AND OR COUNTER

FLASHING. AS

REQUIRED

EXTERIOR FINISH

MATERIALS; SEE

ELEVATIONS ON

A-2.1, A-2.2

SHEATHING AS PER STRUCTURAL

R-19 BATT OR SOUND

ATT. INSULATION WITH

INTEGRAL VAPOR

BARRIER WHERE

REQUIRED.

R-7.5 RIGID INSULATION;

SEE WALL TYPE SHEETS

M

IN6"

HOLLOW METAL DOOR

SEE DOOR SCHEDULE AS

SPECIFICATIONS

6" METAL STUD FRAMING,

SEE STRUCTURAL

ELASTOMETRIC

SEALANT

CONTINUOUS ALONG

STOREFRONT FRAME.

BOTH SIDES WITH

BACKER ROD.

(COLOR; TO MATCH

ADJACENT

MATERIALS)

HOLLOW METAL

DOOR FRAME

EXTERIOR FINISH

MATERIALS; SEE

ELEVATIONS ON

A-2.1, A-2.2

SHEATHING AS PER

STRUCTURAL

R-19 BATT OR SOUND

ATT. INSULATION WITH

INTEGRAL VAPOR

BARRIER WHERE

REQUIRED.

R-7.5 RIGID

INSULATION; SEE

WALL TYPES SHEET

5/8" TYPE

"X" GYP.

BOARD

LIQUID APPLIED AIR

INFILTRATION BARRIER

J CHANNEL TO ENCLOSE

INSULATION AND ANY FURRING

COLOR TO MATCH DOOR FRAME

CLEARANCE AS PER MANUF.

CLEARANCE

AS PER

MANUF.

INTERIOR FACE MOUNT MOTOR OPERATION.

RAYNOR DURACOIL MODEL IF/OR APPROVED EQUAL WALL MOUNTED

OPERATOR (13"

ADDITIONAL

SIDEROOM)

MOTOR OPERATED

GARAGE DOOR SEE

DOOR SCHEDULE

AND ELECTRICAL

FLOOR SEAL

NEOPRENE

UPSET AS

PER MANUF.

HEIGHT AS PER MANUF.

DEPTH AS PER MANUF.

OPENING HEIGHT

SEE SCHEDULE

AND ELEVATIONS

EXTERIOR WALL

A-6.2

ALUMINUM THRESHOLD SET

IN MASTIC 1/2" HT. MAX.

HOLLOW METAL DOOR

W/SWEEP. SEE DOOR SCHEDULE

1/2" EXPANSION JOINT.

WITH NOMAFLEX OR

APPROVED EQUAL

CONCRETE SLAB.

HOLLOW METAL DOOR FRAME, SEE

DOOR SCHEDULE

SCHEDULED DOOR.

SCHEDULED DOOR

JAMB FINISH

NOTE: FLOORING TO BE INDICATED

IN ROOM FINISH SCHEDULES.

ALUMINUM THRESHOLD SET

IN MASTIC 1/2" HT. MAX.

FINISH AS PER FLOOR FINISH

PLANS AND SCHEDULE.

NEW METAL WALL

PANEL TO MATCH

EXISTING SEE EXTERIOR

MATERIAL SCHEDULE

GUIDES FOR OVERHEAD DOOR

DOOR FLASHING COLOR

TO MATCH DARK BRONZE

OF STOREFRONT

NEW EXTERIOR JAMB

TRIM TO MATCH EXISTING

5/8" TYPE "X" GYP BOARDEXISTING PLYWOOD

EXISTING METAL STUDS

EXISTING METAL GIRTS

EXISTING BATT INSULATION

NEW JAMB FRAMING AS PER STRUCTURAL

ELASTOMERIC SEALANT CONT. ALONG

FRAME BOTH SIDES WITH BACKER ROB.

(COLOR TO MATCH ADJACENT MATERIALS)

ELASTOMERIC SEALANT

CONT. ALONG FRAME

BOTH SIDES WITH

BACKER ROB. (COLOR

TO MATCH ADJACENT

MATERIALS)

HEIGHT AS PER MANUF.

HEIGHT AS PER MANUF.

5/8" TYPE "X" GYP BOARD

EXISTING METAL STUD

EXISTING INSULATION

NEW METAL WALL

PANEL TO MATCH

EXISTING. SEE EXTERIOR

MATERIAL SCHEDULE

6" METAL STUD

DRIP EDGE

HEAD FLASHING

OVERHEAD COILING DOOR

TRACK

CHAIN

COIL BOX

EXISTING METAL GIRTS

EXISTING PLYWOOD

NEW HEADER AS

PER STRUCTURAL

ELASTOMERIC SEALANT CONT. ALONG

FRAME BOTH SIDES WITH BACKER ROB.

(COLOR TO MATCH ADJACENT MATERIALS)

OVERHEAD COILING DOOR

TRACK

COIL BOX

5/8" GYPSUM BOARD

3/

4"

2 3/8"

1/4" INSET

3 5/8" METAL STUD WALL

3 5/8" METAL STUD

PREMANUFACTURED

OVERHEAD COILING DOOR

JAMB; INSTALL AS PER

MANUFACTURER

SPECIFICATIONS.

5/8" GYP FINISH

PREHUNG DOOR AND FRAME

AS PER DOOR SCHEDULE.

5/8" TYPE "X" GYPSUM

WALLBOARD

AS PER PLANS.

SHIM AS NEEDED TO ALLOW

DOOR TO BE HUNG SQUARE

AND LEVEL.

HOLLOW METAL DOOR

JAMBSEE SPECIFICATIONS

METAL SUD WALL WITH BATT

INSULATION WHERE INDICATED

SEE WALL TYPES

7/16" SHEATHING

5/8" TYPE "X" GYPSUM

WALLBOARD

AS PER PLANS.

WALL COVERING AS PER

ROOM FINISH SCHEDULE,

TYP

1-1/2" x 1/2" STAINLESS

STEEL TRIM, TYP

WALL COVERING TO

MATCH WAINSCOT

MATERIAL

SLIDING DOOR FRAME

OVERLAP OF SLIDING

DOOR

DOOR

OPENING

PAINT FINISH AS PER

ROOM FINISH SCHEDULE

WALL BASE AS PER

MATERIAL SCHEDULE, TYP

C

135 EAST CENTER STREET, NORTH SALT LAKE, UTAH 84054 PHONE: (801 ) 936-1343FAX: (801 ) 936-0180

Copyright 2020 JZW Architects - The Purchaser is granted a single use license for construction only. These plans are copyrighted and are subject to copyright protection as an "architectural work" under the copyright act. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces. Under such protection, unauthorized use of these plans, work, or structure represented will result in the cessation of construction and / or monetary compensation to JZW Architects.

PROJECT NUMBER

ISSUE DATE:

REVISIONS:

CONSULTANT

19103

JULY 24, 2020

A-6.2

DOOR DETAILS

U& O

HE

AL

TH

C

EN

TE

R

E

S

FO

RT

D

UC

HE

SN

E, U

T

1/2" = 1'-0"A-6.2

16 TYP. CLEAR DOORWAY WIDTH - HINGED

1/2" = 1'-0"A-6.2

17 TYP. CLEAR DOORWAY WIDTH - POCKET

1/2" = 1'-0"A-6.2

18 TYP. CLEAR PASSTHROUGH WIDTH

3" = 1'-0"A-6.2

TYP. HOLLOW METAL INTERIOR DOOR

JAMB

3" = 1'-0"A-6.2

TYP. HOLLOW METAL INTERIOR DOOR

HEAD

3" = 1'-0"A-6.2

2 TYP. ALUMINUM DOOR HEAD

3" = 1'-0"A-6.2

1 TYP. ALUMINUM DOOR JAMB

1 1/2" = 1'-0"A-6.2

3 TYP. ALUMINUM THRESHOLD

3" = 1'-0"A-6.2

5 TYP. EXTERIOR METAL DOOR HEAD

3" = 1'-0"A-6.2

4 TYP. EXTERIOR METAL DOOR JAMB

6" = 1'-0"A-6.2

10 GARAGE DOOR ELEVATION

6" = 1'-0"A-6.2

11 GARAGE DOOR SECTION

1 1/2" = 1'-0"A-6.2

TYP. THRESHOLD AT HOLLOW METAL

DOOR

1 1/2" = 1'-0"A-6.2

TYP. INTERIOR DOOR THRESHOLD OVER

CONCRETE FLOOR

3" = 1'-0"A-6.2

12 TYP. GARAGE DOOR JAMB

1 1/2" = 1'-0"A-6.2

13 TYP GARAGE DOOR HEAD

1 1/2" = 1'-0"A-6.2

14 OVERHEAD COILING DOOR DETAIL

No. Date

4 1/19/2022

3" = 1'-0"A-6.2

15 OVERHEAD COILING DOOR JAMB DETAIL

3" = 1'-0"A-6.2

TYP. HOLLOW METAL INTERIOR DOOR

JAMB W/ SHEATHING

NTS

1/2" = 1'-0"A-6.2

20 TYP. SLIDING DOOR TRIM ELEVATION